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Page 48
... fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " Four - hour Fire - resistive , " " Three - hour Fire - resistive ... Fire - resistive Occupancy 48 503 UNIFORM BUILDING CODE.
... fire - resistive con- struction . ( c ) Types of Occupancy Separations . Occupancy separations shall be classed as " Four - hour Fire - resistive , " " Three - hour Fire - resistive ... Fire - resistive Occupancy 48 503 UNIFORM BUILDING CODE.
Page 111
International Conference of Building Officials. Definition Chapter 18 TYPE I FIRE - RESISTIVE BUILDINGS Sec . 1801. The structural elements in Type I Fire - resistive Buildings shall be of steel , iron , concrete or masonry . Walls and ...
International Conference of Building Officials. Definition Chapter 18 TYPE I FIRE - RESISTIVE BUILDINGS Sec . 1801. The structural elements in Type I Fire - resistive Buildings shall be of steel , iron , concrete or masonry . Walls and ...
Page 117
International Conference of Building Officials. Definition Chapter 19 TYPE II FIRE - RESISTIVE BUILDINGS Sec . 1901. The structural elements in Type II Fire - resistive Buildings shall be of steel , iron , concrete , or masonry . Walls ...
International Conference of Building Officials. Definition Chapter 19 TYPE II FIRE - RESISTIVE BUILDINGS Sec . 1901. The structural elements in Type II Fire - resistive Buildings shall be of steel , iron , concrete , or masonry . Walls ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength